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17D-032 (4) ,, . . �: �. •, ,% s .��._� y „., � �. �;� � w �.,�,. �, �,.. k �,. .,.,. . ;., ri; C.� ry'�r: /,S,a ,4�', �:;. ����� b �i �� �� i yi �� 7� y�. �� I r :�- ;s- s <_, `u� ''„as'`' 'gym' � n�' R F� R � '� �;� '. £.4 fm sae „ ».�... � >, a �+ �x � '� .r:�y. R ... 2 ''. � 4^ Vfi \2£ �� � „ � rY�� kS f/ i � l A C �. �;✓ � ,. ti: 3 � �° qq 3\9�¢. �, �y � � ��. �y,�&r ^J .. �:,�,. I"""tlt ,:.as t t ,,. �iy x Il l�l III .�;. �l>°� -x. ._> =_: a a � � r y v y ° r �i �` +,:; . *� r <y�� �'4 .,;. Y a r r Mp .. t .. �S+Y ��`N �. x' 41�•r'w CD dr i k i } X� a � r Y •arlY•r�M rr •� . • .ilk rY .• . •• ' '�• �y,• �..�. 1. r A • y MM r r. �� • r . • rFt. r .. CD APO'.dW 8• ,� ,,,.. rX1l►•• , �• , 1 r0� : I � jq �� �� � � R � d � YI�� J '��"� c r If I'*v XX� 3.`. &f�C' �`�' � i �______'�x � i. a':. a'>xu�:i + .rtnx.r h A F" Nil ,t Or qo IV fl 9. ..�.iwxaaawce::ea+¢+aa. h�'Ot M�YmY.s�'T."�.:YI _. .may' YaW.- �� � - •. E � r - r g : � x W ':; Fc i or ' I ��I Y �� � s, iX ��� �+ i k�,....-stilh..0 a..r.. , l � r C� �y r r, .i r • a u � f q I A. vw � f r + _ .. .._. .. •,�,�,-sm•a:,•r t'; wxvrarw.. ak�uM+a++W+7Y°pp •- All VON ,I"I #,Q "' .. .a. t5q P o • A 4.4 4L CD CD ao•' � M �A ��*a- � � Y5 w r: w .� t I 4 9 � i� .« S }mil YC413 STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE "SPECIFICATIONS FOR DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDING" OF AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 2. THE STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: A. ALL STRUCTURAL WIDE FLANGE SHAPES: ASTM A36, HAVING A MINIMUM YIELD STRENGTH OF 36 KSI,UNLESS OTHERWISE NOTED. B. BARS, PLATES, CHANNELS, AND CONNECTION ANGLES: ASTM A36, UNLESS NOTED OTHERWISE. C. STRUCTURAL TUBES:ASTM A500,GRADE B. 3. ALL WELDING SHALL BE IN ACCORDANCE ATM THE AWS DIA STRUCTURAL WELDING CODE. WELDING SHALL BE DONE BY AN APPROVED WELDER CERTIFIED BY AWS TEST PROCEDURE FOR EACH SPECIFIC WELDING PROCEDURE. 4. FURNISH AND INSTALL ONE WASHER AND ONE HEAVY HEX NUT WITH ALL ANCHOR BOLTS,UNLESS OTHERWISE INDICATED ON THE DRAWINGS. S. DESIGN AND DETAIL OF ALL CONNECTIONS SHALL BE ACCORDING TO AISC. 6. ALL CONNECTIONS SHALL BE BOLTED WITH ASTM A325 HIGH-STRENGTH BOLTS OR WELDED IN ACCORDANCE TO AWS AND WITH THE AISC MANUAL REQUIREMENTS UNLESS NOTED OTHERWISE. 7. UNLESS SPECIFICALLY INDICATED ON THE STRUCTURAL,DRAWINGS,ALL SIMPLY SUPPORTED BEAM- TO-COLUMN AND BEAM-TO-BEAM CONNECTIONS WILL BE IN CONFORMANCE WITH THE AISC MANUAL. S. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD NEW STRUCTURE FOR WIND AND CONSTRUCTION LOADS. THE STEEL FRAME IS A NON-SUPPORTING STEEL FRAME IN ACCORDANCE WITH SECTION 7.9.3 OF THE AISC CODE OF STANDARD PRACTICE. IT RELIES ON THE INTERACTION BETWEEN THE METAL ROOF DECK, THE CONCRETE COMPOSITE FLOOR,BRACED FRAMES,AND MASONRY SHEAR WALLS FOR STABILITY. THE CONTRACTOR IS TO PROVIDE TEMPORARY SUPPORTS UNTIL ALL ELEMENTS REQUIRED FOR STABILITY OF THE STEEL FRAME ARE COMPLETED. 91 PROVIDE!/4"THICK CLOSURE PLATES AT ALL OPEN ENDED TUBE STEEL MEMBERS. 10. ALL STEEL TO RECEIVE ONE SHOP COAT OF PAINT. PAINT DAMAGED DURING SHIPPING OR CONSTRUCTION SHALL BE FIELD PAINTED. 11. THE FABRICATOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO STEEL FABRICATION. LIGHT GAGE FRAMING I. GIRTS&PURLINS TO CONFORM TO"DIETRICH INDUSTRIES,INC.",EQUAL OR BETTER. iv, Of k4s��C+ MUM �G STEIGER.111 a STRUCTURAL y N0.31411 ass/0nat E��, Ms SST. 1Ol,l COL. In 5 2 4" GAP PLATE W/ 12 SLOPE I � WIOX22 0 0 T.S. 6X6X1/4" , 0 0 � 1 7X&A" OU55ET PLATE W/ 4-5" A525 5OLT5 T�F . SEAS TO COL . SETA I L . SCALE: d OF 4f4SS�c tup C. N i STEIt3ER ill m o mucTURAL N,.31411 �y 90� CISfE�E Fs3/ONA1 ECG f'c S sr 4 r 91 1 COL. L 5X3'"X'"XO'-5" TEGK SGREW GIRT TO ANOLE SIDES T.S. &X&XI/4" T"�F . C0L . TO (3IRT DETAIL . 5GALE: PHILIP C. ^` STEIGEFi.III &TsL CTIJPAL .31411 C4 s` 3E1€PAIL E�� PCS 9/Z4f e COL. 4" GAP PLATE FNIOX22 L 6"X J2 X52" XO'-& (BOTH SIDES) i 2-4"� A�25 BOLTS OAOE: B " T O TO E)EA DETAIL . 5GALE: STE1Gt.►tt o S.rAUCTUFiAL No.31411 clisl ESSbN I E� /�C S S�T 7/11 COL. T.S. 3X5X1/4" (CENTERED) fit$o i 1 , 1 � i BXIOXB" fUSSET PLATE T.S. &Xl XI/4" ; ; (CENTER ON COLUMN) 871 oTOE) A(:�/EDETAIL SCALE: I"=I'-O" p� PHIUP C. yG STEIGE.R.1t1 � o STRUCTURAL No.514114 �4 sl E`r�^�0 N A1.Env rL; s A B ROOF 119'_4" WIOX22(HOLD I"CLEAR OF EXIST'6 BLD6) e• T.0.5. L j"X3}"X3�"XO'-6" PROPOSED DOOR TO BE LOCATED BY CONTRACTOR R I'D_6" PLATET FLAT ET 110'-6" IID'-b" BO DOOR TTOM T.9.bXbXl/4" EXI5TIN6 BLDG. T.S.&X&XI/4" Ib 6A.b"TRACK 3/16 TYP. 14 6A.b"G.S.W.61RT (TYP) EXIST'G W8 EXI57'G WB�� COLUMN COLUMN 1 I 61RT TO EXTEND b" PAST EXIST'G BLDG. LINE I ELEVA71 ON LQQ<l N0 50 T it fh#:LtP e. 50ALE: 1/4" = 1'-0" :;. 5TEIGM III STRUCTLW LL -q No.31411 fps/0 AL��G\ "g 924 ram B R 120'-b" WIOX22(HOLD I"CLEAR ROOF� 119'-b" T.O.S. OF EX15T'6 BLDG) a• L EX15TINO BLDG. S Ib&A.5"TRACK 4g• +�+�\ 3+� �y^ G III'-II" P6USSET PLATE 1V I11_II„ 30" T.S.6X6XI/4" T.S.6XbXl/4" PROPOSED DOOR TO BE LOCATED BY CONTRACTOR 4 6A.8"G.S.W.61RT (TYP) T,P 316" -$-100'-O" EXIST,&WH �EXIST'6 Wb COLUMN COLUMN I 1 1 I FACE OF 61RT TO ABBOT EXIST'6 BLDG. ►k of M�s� O} PHILIP C. yG LINE 2 ELEVATION (LOGIC 1 NO NORTH) ��� STUCTU 10 `o STRUCTURAL v 5GALE: 1/4" = I'-O" j o No.81411 �°F 9�GlSTERE�t`� f'�s/OMAL E��'\ �C S 5H7 q/It 2 lauo�" SLOPE 4 GAP COLUMNS(TYPJ 12 T.0.5. 10"GSW+b 6A.4 36"o.c. l 118'-I" ,mK T.O.S. :: WIaX2Z TS.6%6X1/4" 61RT 1.14'-6" �S �a �s�5�5ET III'-I I" Y DOOR PLATE Q PLATET LA GIRT Npr ATWALK T.S.6%6X1/4" 61RT A 1O3'-6° 14 6A.6"G.S.W.C71RT _ TY 6" CM') --o-100'-0" EXIST'6 W8 EX15T'6 W8 COLUMN COLUMN 61RT ek 141" 41" OF LINE 5 ELEVATION (L00<1 N0 FAST) t "��t� Miss, ��r PHIUP C. yG t STEIGER.III SCALE: I/4" = 1'-O" G STRUCTURAL ri No.314110 9a 9FC1314.�`� Ff�s/OKAL E�6 Pc g °a/2.4/0 3 SNT 1/1) 2 � n'-lob. SLOPE R GAP COLUMNS 119'-b" Ah T.0.5. __-10"CSW 16 GA.®36"O.C. 118'_8" T.O.S. e � � 12 WIOX22 T.O.5. T.S.6X&XI14" GIRT P 4y' A, 4g, III'-II" GU95ET PLATE 108'-6" GIRT T.S.&X&XI/4" 102'-b" GIRT 3116" TYP. 100`0" 14 GA.8"C.S.W. GIRT(TYP) EXtST'G W8 EX15T'G W8 COLUMN COLUMN Alk 9'7'-O" GIRT 41' 'r PHILIP `� STcIOE.fl.ln r+ LINE A ELEVATION (L00<1 NO NEST) =a STRIICTUHAI y No.31+411 �oF AFC/S1E�� !4' SCALE: 1/4" = 1'-0" FSS�QMAI ENG� A $ hl8 W8 PROPOSED PRpPO5W bxbx#"GOL. bxbx#" wt,. (Y 5/Ib" Ex15To W8 CAL. F-Xl5T'6 W10 COL. 5/16" I" l= ko Wb 8" 8 EX15T'6 W8 COL. EM15T'6 Y`o GOL. �o�a�OKiistr/�' PROP05ED PROPO5M bxbx#"CAL. bxbx.#"GOL. COLUMN GONNfECTION Ft-A N f FfR S113S�'�0� V-A4E: A B DOOR TO Be RELOCATED Nb YNS PROPOSED 8" 14 GA, C.S.N.GIRT —FACE OF GIRT TO AEWT EX15T'6 BLDG. D =w t- O x V Q EX15T'G N8 COLUMN PROP05ED T.5. (TYPJ &X(2XI/4"COLUMN (TrPJ 3� `r COrNw GIRT TO EXTEND 8" PAST EXIST'&BLDG. ^az 2� f� o � a �m� i w r.►�Pro ° � N � ac COLUMN 0I RD)-R FRAM I NC PLAN \ o fER$113S��, to CEMENT SILO ENCLOSURE CONSTRUCTION SERVICES HATFIELD STREET NORTHAMPTON, MA STRUCTURAL DESIGN 111 OF SHEETS 1 - 11 MUM y� sTEXIM W O orriquallskAL h fssi At i PREPARED FOR: GARDNER ENGINEERING, INC. 47 OLIVINE STREET CHICOPEE,MA 01013 PREPARED BY: STEIGER ENGINEERING INC. 254 FT. PLEASANT AVE. SPRINGFIELD, MA 01108 09/24/2003 oRZilA�fp�,O/ Y _ DEPYIATh4ENT OP f3UILDr�,,C INSPECTiot.'s 212 Alain Street Municipal Building Northampton, Mass. 01060 VVO,Ma' IZ'S CONTEftSATIO� N MSURA.NCE AI 1II�AVFF J1 (U L_C� (No 4—A)L _Q 7 0 (1 i ccnsccJ p(krmi ttr�) kkridi a principal plat: of business/residencc at:'. D L_ I! 'V C J � , , Ql0' � 16 d GQ�L (Phone:-,;) `f (scr>~.tla ry/;slai>:Ia p) do hereby certify, under the puns and penalt ies ofpefjury, hat I am an employer providin- the following worker's comnens-nDon cove mge For Iny 1uployecs tvorldng on'dlis job: TP +vf 0AV07 (Insur:.a= Coo m') (Polio: NUnLb-cr) (Expiration Dal:) O I am a sole propnctor, general contractor or homeowner (ci:cie one) and h2ve hired the conaacior-s listed below ,7qb ve the foke ving worker's compensation policies: f (Nam-, Oi C0:,=c1Q?Y Onsu 3rlc;. Comp.-bli)-il oUcCi (Ex- nation late) - (Namc of Contractor) (La.7aTa.nc-- C.omin av/Po!in, N= cr) (L\Dt(iiion Dztc) Mme of Coluraelor) ClZatrane; ComTgLayfPoUc}- Namber) (Expiratioo Date) (Name of Contractor) Jmsuranm.Compas [PoUcy Numb;r) (Expiration Dale). (a nicb:t Z ocal>3c� a�ud: oform�oo pc�to.11 0�non am a sole ro netor and bave n P P o one w rarh3ng for me. I am..a home owDer performing all the work myself. NOTE:pl=s be eWirt tba w•f je boo�eo+am wtio ccaplay pczwu Lo do m. =_—.:r,,o r rrrair work m.d,,,-U or not mote tlLa L4v—11 w t.-�icb the botnoownct read.or oc the pvuntU z.puric-a_• tbeeD c. oo(C=--,Uy occ idaoi to be esnploye�tine e the-«k o=p t-=ion Aa ppU=6on by n bomcowaa rn a bccr---of perms r=y c,idrnee he IcgzJ Raau of as-=ployor under dw Workze.C.O� AaL [uod rnand th,a a Dopy of Lb:.m3.rmm1 may b-foc-rord.>d to the J'Jgxnmcox of lom.zri.l A dccIY C ffMoe or Irr-u>,00a for th. ooveasc va-iG=oa and dw L-A=to soauc`covcrase undo xoaion 25 A of MGL 152 as lad to the impoa Oa araimia31 pcnaltio coaair'!r of a Goe of Up to 51500.00 ar Noe jm of up to one year zod ci.it pea.hio in 6c form of a$lop Wort Ordc and e Gm of S 100.00 1 d'_y Lpi=me For.d pat 1.t uao only Pcrmit NumbCr r' ivfap:: tot gt�ur,of Lic=scr/Pcrmiucc fie" -- ...... ,PIT 1140, Versionl.7 Commercial Building Pem. o'c O0 osP C2� Cl0���O SECTION 10 STRUCTURAL,PEER REVIEW �� _ Independent Structural Engineering Structural Peer Review Required Ye + /6-"V'- �o ms's SECTION 11 OWNERAIiTHORIZATION' TO BE COMPLETED WHEN o OWNERS AGENT OR CONTRACTOR APPLIES FOR BUfLDING PERMIT o�7 1 as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date I, Rata'` ous Tr, as Owner/Authorized Agent hereby declare that th6 statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. RIZAA Print Name 9441, N A-,29-a3 Signature of Own /Agent Date SECTION 12 COt+tSTRUCT10N.5ERVICES a 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder License Number Address Expiration Date Signature Telephone SECTION 13 WORKERS COMPENSATION INSl1RANGE AFfIDAY1T{M G Lyc 152, 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... ❑ No...... ❑ Version 1.7 Commercial Building Permit May 15,2000 n.. a SECTION 9'PROFESSIONAL D£SiGN 1NI Cpi�;ST,UCTiON;"Sf:R\IiCES FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL P �T � 8Q MR 136{CO"NTAINING MARE THAN 35,t)OO C F;,OF ENCLOSED Sl?:ACE) 9.1 Registered Architect: Not Applicable ❑ Name(Registrant): Registration Number Address Expiration Date Signature Telephone 92 Registered Professional Engineer(s): Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor Not Applicable ❑ Company Name: Responsible In Charge of Construction Address Signature TelepW one Versionl.7 Commercial Building Permit May 15,2000 7.Water Supply(M.G.L.c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public ❑ Private ❑ Zone: Outside Rood Zone ❑ Municipal On site disposal system ❑ 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg. Square Footage % Open Space Footage % (Lot area minus bldg&paved arkin #of Parking Spaces Fill: (volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DONT KNOW _ YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds.) NO DONT KNOW _ YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW YES IF YES,has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , Date Issued: C. Do any signs exist on the property? YES NO IF YES, describe size, type and location: D. Are here any proposed changes to or additions of signs intended for the property?YES No X IF YES, describe size, type and location: w Versionl.7 Commercial Building Permit May 15,2000 $C-C �It1 = QNSi1iC ]�1:SEICfS�EPROECISS Al�l ' ,�Oti CtiB ,EIETFNCItS1 x � n,.✓._�,1'1E ; ..:+y,C..- w"+ Interior Alterations Existing Wall Signs Existing Ground Signs Additions❑ Roofing ❑ ❑ ❑ Exterior Alterations Demolition❑ New Signs [ ] Change of Use [ ] Other [ ] A Accessory Building [ ] Repairs �[ ] BRIEF DESCRIPTION: 15 N C L 0 S£ (A 01 W r O—OW b l•�V SECTION 5 "USE tROflP;1►Nfl CONSTRUCT30N;TYPE_`; USE GROUP(Check as applicable)', CONSTRUCTION TYPE A Assembly 10 A-1 ❑ A-2 ❑ A-3 ❑ 1A ❑ A-4 ❑ A-5 ❑ 1B ❑ B Business ❑ 2A ❑ E Educational ❑ 2S ❑ F Factory Q F-1 ❑ F-2 ❑ 2C '❑ H High Hazard ❑ 3A ❑ I Institutional ❑ I-1 ❑ I-2 ❑ I-3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 5B ❑ utility �C specify: �iac.cos vi E o V f ej $ P Rrj M Mixed Use ❑ Specify: a S Special Use ❑ Specify: xC©N]P,,.I� t N NGY131i ING i�(� G RENO 30NS;�ADflIT ONS;<# ID/U)t CHi.NGE IMUSE Existing Use Group: Proposed Use Group: Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): SfCIION 6:`B�7ILDINGEIGH1Nfl�[REA` BUILDING AREA EXISTING^ ^ PROPOSED NEW CONSTRUCTION 'j+ Yh( � ,' rr Floor Area per Floor(sf) in 4 � { 2na 1st $�E Zed rd $.' 3 x W 3 rd v 19 Total Area (sf) Total Proposed New Construction (sf) Total Height(ft) . f Total Height ft------------ -- Versionl.7 Commercial Building Permit May 15,2000 City of Northampton Building Department 212 Main Street Room 100 Northampton, MA 01060 phone 413-587-1240 Fax 413-587-1272 APPLICATION TO CONSTRUCT,REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF,,;OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SEO�IiC �NfOR1A'1LION 1.1 PrORerty Address: q0 HATrIfLp � W, . r " } t ........ .......... . __. .._.6,.,,,„. SECTiONm3` PROPERLY O]NWERStitIP�AtiT#i#�RIZE© AGENT � 2.1 Owner of Record: COAIST&Valoy g c r ro F 9A3.0 BosTo N R olf? A c.r OMHA, V 9Kff- Name(Print) Q IT 1 N,(s+S oN �N C Current Mailing Address: Q q� (113 -7 33.6 43 Signature Telephone 2.2 Authorized Agent: TIMdrl�Y !17 M( t IN9 MA Name ' t) Current Mailing Address: 01013 yt 3-00 6'00 Signature Telephone SECTION3< EST[I�IATEDxCONSTRUCTION CASTS Item Estimated Cost(Dollars)to be Ofcial=iJseC♦nly completed by ermit applicant 1. Building O Building Perm�tFee . 2. Electrical ^^-- rraated dotal tost of . _ T nst ctonm M. ` 3. Plumbinguiidmg Rerm�tfee 4. Mechanical (HVAC) 5. Fire Protection 6. Total = (1 + 2+ 3 +4+ 5) d Check"NOrnrr- 13 . -:. Th�s_Secbo»Tror`st�ffc�ai Use Onl Buildng Perrnit Number °` Date issued.., Signature: Building!Commissioner/Inspector of"Buildings Date I File#BP-2004-0599 APPLICANT/CONTACT PERSON GARNER ENGINEERING INC ADDRESS/PHONE 47 OLIVINE ST CHICOPEE (413)535-1500 PROPERTY LOCATION 40 HATFIELD ST MAP 17D PARCEL 032 001 ZONE GI THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Buildiniz Permit Filled out Fee Paid r Typeof Construction: ENCLO E CEMENT STORAGE BIN New Construction Non Structural interior renovations Addition to Existing Accesso1y Structure Building Plans Included• Owner/Statement or License 3 sets of Plans/Plot Plan THE FO OWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ATION PRESENTED: pproved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission l� Signature of Building Official Date Note:Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. 40 HATFIELD ST BP-2004-0599 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 17D-032 CITY OF NORTHAMPTON Lot: -001 Permit: Building Category: BUILDING PERMIT Permit# BP-2004-0599 Project# IS-2004-0850 Est. Cost: $27000.00 Fee: $135.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: GARNER ENGINEERING INC_ Lot Size(sq. ft.): 941331.60 Owner: DAUPHINAIS&SON INC Zoning: GI Applicant: GARNER ENGINEERING INC AT. 40 HATFIELD ST Applicant Address: Phone: Insurance: 47 OLIVINE ST (413) 535-1500 CHICOPEEMA01013 ISSUED ON:11118103 0:00:00 TO PERFORM THE FOLLOWING WORK.-ENCLOSE CEMENT STORAGE BIN POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType• Receipt No: Date Paid: Check No: Amount: Building 11/18/03 0:00:00 16223 $135.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Building Commissioner-Anthony Patillo